Investigation of Soil Arching under Cyclic Loading Using the Discrete Element Method-Reference-Cited by-同舟云学术

Investigation of Soil Arching under Cyclic Loading Using the Discrete Element Method

Published:2021-07 Issue:7 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bao Ning¹,Wei Jing²,Chen Jian-feng³,Stephen Akosah⁴^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China.

2. Associate Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China.

3. Professor, Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China (corresponding author).

4. Graduate Student, Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002090

Reference44 articles.

1. Particle-scale insight into soil arching under trapdoor condition;Ali U.;Soils. Found.,2020

2. Experimental investigation of soil arching mobilization and degradation under localized surface loading;Al-Naddaf M.;J. Geotech. Geoenviron. Eng.,2019

3. Discrete and continuum numerical modeling of soil arching between piles;Anh Tran Q.;Int. J. Geomech.,2019

4. A 3D-DEM investigation of the mechanism of arching within geosynthetic-reinforced piled embankment;Badakhshan E.;Int. J. Solids. Struct.,2020

5. 2D and 3D discrete numerical modelling of soil arching;Bao N.;J. Zhejiang Univ. Sci. A,2020

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic response of soil arching in pile-reinforced soil slopes: Insights from shaking table tests;Soil Dynamics and Earthquake Engineering;2024-09

2. Soil arching evolution in GRPS embankments: Numerical spring‐based trapdoor tests;International Journal for Numerical and Analytical Methods in Geomechanics;2024-07-17

3. Effects of reinforcement on two-dimensional soil arching development under localized surface loading;GEOMECH ENG;2024

4. Effect of the symmetrical eccentric load on the soil arching effect in granular soil via 2D DEM trapdoor tests: An insight from particle motion to mechanical behaviour;Advanced Powder Technology;2024-05

5. Effect of surcharge width on evolution of soil arching for active and passive trapdoor;European Journal of Environmental and Civil Engineering;2024-02-18